0000 RFL - Bid 1065 - Rogers Free Library Interior Modifications - Issued For Construction Drawing Set.pdf

PDF 42 MB Posted Apr 24, 2025

Attached to: Bid 1065 - Rogers Free Library Interior Modifications
Solicitation number: 1065
Issued by: Bristol County, Rhode Island

About this file

Written by GovTribe AI · Apr 25, 2025

The document is a comprehensive set of architectural and engineering drawings for the Rogers Free Library Interior Modifications project in Bristol, Rhode Island, issued by RGB Architects and involving the Town of Bristol. The project encompasses extensive interior renovations, including modifications to HVAC systems, creation of new spaces like a Makerspace and study areas, installation of security systems, and various architectural and engineering upgrades across the library's first, second, and third floors. The project involves detailed documentation for construction, including architectural plans, electrical and telecommunications systems, mechanical systems, fire protection, and interior finishes, with drawings dated February 24, 2025 and marked "Issued for Construction".

The contract opportunity involves a comprehensive renovation of the Rogers Free Library, with work spanning multiple building systems and requiring coordination across electrical, mechanical, plumbing, and architectural disciplines. The project includes replacing HVAC equipment, constructing new classroom and work spaces, implementing security systems, and performing comprehensive repair work. The drawings indicate a thorough approach to modernization, with specific attention to accessibility, energy efficiency, and functional improvements. The project appears to be fully funded and ready for construction, with detailed specifications for contractors, including requirements for demolition, new installations, and integration of various building systems while maintaining the library's operational capabilities.

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File	Type	Posted
Plan Set Cost - Bid 1065.pdf	PDF	Apr 24, 2025
0000 RFL- Bid 1065 - Rogers Free Library Interior Modifications - Project Manual Specifications (1).pdf	PDF	Apr 24, 2025

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LOCATION MAP

525 HOPE STREET

BRISTOL, RI 02809

VICINITY MAP

ARCHITECTURE, PROJECT MANAGEMENT, AND

INTERIOR DESIGN

RGB ARCHITECTS

LIST OF DRAWINGS

CONSULTANTS:

Architecture · Project Management · Interior Design

STATUS:

DATE:

50 Holden Street · Providence, Rhode Island 02908

(401) 272-1730 · www.rgb.net

TOWN OF BRISTOL, R.I.

ROGERS FREE LIBRARY INTERIOR MODIFICATIONS

BID #1065

525 HOPE STREET

BRISTOL, R.I. 02809

Creative Environment Corp. Mechanical, Electrical, Plumbing & Fire Protection Building Technology Consulting LLC Joe Casali Engineering INC.

Telecommunications & Security Systems Site & Civil

R O

R M

O D

N S

- 6

04.21.25 Issued for Construction

SHEET

NUMBER SHEET NAME

00 GENERAL

G000 COVER SHEET

G001 ABBREVIATIONS & SYMBOLS

01 CIVIL

C001 GENERAL NOTES & LEGENDS

C100 EXISTING CONDITIONS AND SITE PREP. PLAN

C200 SITE PLAN

03 ARCHITECTURAL

A010 CODE REVIEW

A030 WALL CONSTRUCTION TYPES, TYPICAL WALL

INTERSECTION & TERMINATION DETAILS

D100 DEMOLITION PLANS

D101 DEMOLITION PLANS

D102 DEMOLITION REFLECTED CEILING PLAN & ROOF PLAN

A100 FLOOR PLANS

A101 FLOOR PLANS

A102 ROOF PLAN & DETAILS

A300 ENLARGED MAKERSPACE PLAN AND ELEVATIONS

A301 ENLARGED MEZZANINE

A500 EXTERIOR DETAILS

A600 REFLECTED CEILING PLANS

A800 TYPICAL INTERIOR DETAILS

A810 INTERIOR CASEWORK DETAILS

A900 FINISH SCHEDULE

A910 DOOR & GLAZING SCHEDULES

A901 FINISH PLAN

A920 DOOR DETAILS

06 PLUMBING

P000 PLUMBING LEGEND & ABBREVIATIONS

P202 PLUMBING WASTE & VENT - SECOND FLOOR

P203 PLUMBING WASTE & VENT - THIRD FLOOR

P303 PLUMBING WATER & GAS - THIRD FLOOR

P700 PLUMBING SCHEDULES & DETAILS

P800 PLUMBING SPECIFICATIONS

07 FIRE PROTECTION

FP000 FIRE PROTECTION LEGEND & ABBREVIATIONS

FP103 FIRE PROTECTION DEMOLITION - THIRD FLOOR

FP203 FIRE PROTECTION - THIRD FLOOR

FP800 FIRE PROTECTION SPECIFICATIONS

08 MECHANICAL

M000 MECHANICAL LEGEND & ABBREVIATIONS

M101 MECHANICAL - DEMOLIITION - FIRST FLOOR

M102 MECHANICAL - DEMOLIITION - SECOND FLOOR

M103 MECHANICAL - DEMOLIITION - THIRD FLOOR

M105 MECHANICAL - DEMOLIITION - ROOF

M201 MECHANICAL - FIRST FLOOR

M202 MECHANICAL - SECOND FLOOR

M203 MECHANICAL - THIRD FLOOR

M205 MECHANICAL - ROOF

M600 MECHANICAL- DETAILS

M601 MECHANICAL - DETAILS (CONT.)

M700 MECHANICAL - SCHEDULES

M800 MECHANICAL - SPECIFICATIONS

M801 MECHANICAL - SPECIFICATIONS (Cont.)

09 ELECTRICAL

E000 ELECTRICAL LEGEND & ABBREVIATIONS

E101 ELECTRICAL DEMOLITION - FIRST FLOOR

E102 ELECTRICAL DEMOLITION - SECOND FLOOR

E103 ELECTRICAL DEMOLITION - THIRD FLOOR

E104 ELECTRICAL DEMOLITION - ROOF

E203 ELECTRICAL LIGHTING - THIRD FLOOR

E301 ELECTRICAL POWER & SYSTEMS - FIRST FLOOR

E302 ELECTRICAL POWER & SYSTEMS - SECOND FLOOR

E303 ELECTRICAL POWER & SYSTEMS - THIRD FLOOR

E304 ELECTRICAL POWER & SYSTEMS - ROOF

E403 ELECTRICAL FIRE ALARM - THIRD FLOOR

E700 ELECTRICAL SCHEDULES

E701 ELECTRICAL DETAILS

E800 ELECTRICAL SPECIFICATIONS

10 TELECOMMUNICATIONS

TT001 TELECOM LEGEND AND ABBREVIATIONS

TT100 TELECOM FIRST FLOOR PLAN

TT101 TELECOM SECOND & THIRD FLOOR PLANS

TT201 TELECOM RISER DIAGRAM

TT301 TELECOM DETAILS

11 SECURITY

TY001 SECURITY LEGEND AND ABBREVIATIONS

TYD100 SECURITY FIRST FLOOR DEMOLITION PLAN

TYD101 SECURITY SECOND & THIRD FLOOR DEMOLITION PLANS

TY100 SECURITY FIRST FLOOR PLAN

TY101 SECURITY SECOND & THIRD FLOOR PLANS

TY201 SECURITY RISER DIAGRAMS

TY301 SECURITY DETAILS

WHA WATER HAMMER ARRESTOR

STORAGE

STONE

SUPPORT

STREET

STO

STN

SUSP

SUP

SYSTEM

TELEVISION

SYS

SYM

SUSP CEIL

TCV

TMP, TEMP

TEL

TERRAZZOTZ

THR

THS

THM

TOP OF

TOLERANCE

TYPICAL

TRANSOM

TOL

TG, T & G

TOS, TS

TYP

TRANS

TOW

TCL

TEST PITTP

SYMMETRY (ICAL)

SUSPENDED CEILING

SUSPENDED

STRUCTURAL

TRANSFORMER

TOP OF WALL

TONGUE AND GROOVE

TIME CLOCK

THRESHOLD

THICK, THICKNESS

THERMOSTAT

THERMOMETER

TURNING POINT

TEMPERATURE CONTROL VALVE

TEMPER (ED)

TELEPHONE

TACKBOARD

TOP OF STEEL

OVERHEAD DOOR

OVERHEAD

OVERALL

OUTSIDE DIAMETER

OUNCE (S)

OVERHEAD BRACED

PAIR

PANEL

PAINT, PAINTED

PRESSURE TREATED

OXYGEN

OWNER FURNISHED

OHD

OHB

OFCI

PNL

PNT, PTD

PHASE

PERPENDICULAR

PERIMETER

PERFORATED (D)

PERCENT (AGE)

PARTITION

PARTICLE BOARD

PLASTIC LAMINATE

PORCELAIN ENAMEL

POLISH (ED)

PNEUMATIC

PLYWOOD

PLUMBING

PLASTER

PTN

PBD

PERP,

PERIM

PNU

PLF

PCF

POL

PLAS

PLYWD

PLUMB

PCT or %

PARALLELPAR, //

HOLLOW METAL

HOOK (S)

HOUR

HORIZONTAL

HORSEPOWER

HOSE BIBB

HOT WATER

HCWD

HMD

HMF

HOR, HORZ.

HWR

HWC

HWF

HWH

HYDRANT

INCH

INFORMATION

INVERT

JANITOR CLOSET

JOINT

JOINT FILLER

IMC

HYD

INCL

INFO

INSL

INT

INV

HWT

INSULATED METAL CLAD

HOLLOW CORE WOOD

HOLLOW METAL DOOR

HOLLOW METAL FRAME

HOT WATER RETURN

HOT WATER, CIRCULATOR

HOT WATER FAUCET

HOT WATER HEATING

HOT WATER TANK

INCLUDING (ED),(SIVE)

INSIDE DIAMETER

INSULATE (D),(ATION)

INTERIOR, INTERNAL

INVERT ELEVATION

POUNDS PER LINEAR FOOT

POUNDS PER CUBIC FOOT

OWNER FURNISH-CONTRACTOR INSTALL

UHF

UNO

UNF

VACUUM

V-JOINTED

UAS

VAB

VENT

VENEER

VERTICAL

VTR

VNR

VR, VTR

VLF

VHF

VER, VERT

VINYL

VITREOUS

VINYL TILE

VCT

VNL

VIT

VITRIFIED CLAY

VINYL SHEET

VINYL FABRIC

VINYL BASE

VINYL COMPOSITION TILE

VIBRATION ISOLATOR

VERY LOW FREQUENCY

VERY HIGH FREQUENCY

VENTILATOR

VENT THROUGH ROOF

VAPORPROOF

VAPOR BARRIER

VACUUM BREAKER

UPWARD ACTING SECTIONAL

UNIT VENTILATOR

UNIT KITCHEN

UNIT HEATER

UNLESS NOTED OTHERWISE

UNFINISHED

UNDERWRITERS LABORATORY

UNDERGROUND

UNDERFLOOR (DUCT)

ULTRAHIGH FREQUENCY

WAINSCOT

WASTE

VWC

WTW

WHY

WEEPHOLE

WST

WID

WWF

WITHOUT

WITH

WOOD

W, W/

WO, W/O

WBO

WBM

WORK

WORKROOM

X-RAY

WBT

WKRM

WBOR

WROUGHT IRON

WORK BY TENANT

WORK BY OWNER

WORK BY OTHERS

WOOD BEAM

WOOD BASE

WIRE MESH

WIRE GLASS

WIDE-FLANGE BEAM

WIDE, WIDTH

WELDED WIRE FABRIC

WEATHER STRIPPING

WATERPROOF (ED), (ING)

WATER CLOSET

WASTE RECEPTACLES

WALL TO WALL

WALL HYDRANT

WALL-HUNG

VINYL WALLCOVERING

VOLT (AGE)V

PREFORMED

PREFINISH (ED)

PREFABRICATED

PULL BOX

PUBLIC

PROPERTY LINE

PROJECT

PRIVATE

PRESSED METAL

PREMOLDED

PDF

PIC

PSI

PSF

PRF

PRN

PCC

PROJ

PVT

PMTL

PUB

PPRTYL,

PREFAB

PUMP

RACEWAY

QUARRY TILE

POLY VINYL CHLORIDE

PUMP DISCHARGE

RISER

REFLECTIVE

REFERENCE

RECEPTACLE

RAILROAD

RAIL, RAILING

RADIUS

REFER TO

PVC

RAD

RA, R

RFL

REF

RECP

PULL, PULL CHAINPU

JOINT SEALER

JOIST

JUNCTION

JUNCTION BOX

KILOWATT

KIP

LAMINATE (D)

LAG BOLT

LADDER

LABORATORY

LABEL

KNOCK DOWN

JCT

KVA

LAM

LAD

LAB

LBL

LIGHT WEIGHT

LIGHT PROOF

LEFT-HAND

LEADER

LEAD COATED COPPER

LAVATORY

LOCKER

LOCATION

LIVE LOAD

LINTEL

LINEN

LIMESTONE

LOW PRESSURE

LCC

LIN

LKR

LOC

LTL

LWOD

LDR

LAV

LATERALLAT

KILOVOLT-AMPERE

LONG, LENGTH

LESS WIDTH OF DOOR

RESILIENT

ROOFING

ROOF DRAIN

RIGHT-OF-WAY

RIGHT HAND

REVERSE (SIDE)

RFC

REQ,REQ'D

RESIL

RPS

RPM

REV

RFG

ROW

RTN

RVS, REV

R & R R & D R & S

ROOM

SCREEN

SANITARY (SEWER)

SADDLE

RUSTPROOF (ING)

RUBBER

ROUGH OPENING

SERVICE SINK

SERVICE

SEPTIC TANK

SELECT (OR)

SECTION

SEATING

SEALER

SEALANT

SCN

SAN

SDL

SEC

STG

SLR

SSK

SVC

SPT

SEL

SLT

POUND'S

MANHOLE

MACHINE BOLT

LOW VOLTAGE

LOUVER

MASONRY

MARK

MARBLE

MANUFACTURING

MANUFACTURER

MASONRY JOINT

MANUFACTURED

LBS, #

MCJ

MAS

MBL

MFG

MFR

MFD,MFR'D

LVR

L or LH

MEMBRANE

MEMBER

MEDIUM

MAXIMUM

MATERIAL (S)

METAL CLAD

METAL

MILLIMETER

MINIMUM

MILLWORK

MICROPHONE

MEZZANINE

METER (S)

METAL EDGE

MMB,MEMB

MBR

MED

MAX

MTL

MIN

MWK

MIC

MEZZ

MRE

METC

MTL

MEDICINE CABINETS

MASONRY OPENING

MASONRY CONTROL JOINT

LONG SPAN STEEL JOIST

METAL ROOF DECK(ING)

LONGITUDINALLONG

REGISTERREG

REINFORCED CONCRETE

REINFORCE (D) (ING)

RADIATOR, RADIATION

PUBLIC ADDRESS SYSTEM

PRECAST CONCRETE

POWER DRIVEN FASTENER (ING)

POURED INPLACE CONCRETE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

REVOLUTIONS PER SECOND

REVOLUTIONS PER MINUTE

REVISE (ED), REVISION

RETAIN (ED) (ER) (ING)

REMOVE AND REINSTALL

REMOVE AND DISPOSE

REMOVE AND SALVAGE

REQUIRE(ED), REQUIREMENTS

EACH

ELECTRIC PANEL

EFFICIENCY

EXHAUST HOOD

EXHAUST FAN

EXHAUST DUCT

EXHAUST

EQUIPMENT

EQUAL (TO)

ELEVATION

EWC

EFF

EQ, =

ENC

EXH

EQP, EQUIP

EL, ELEV

E, ELECT.

EXPANSION JOINT

EXPANSION BOLT

EXPOSED

EXPANSION

FEET PER SECOND

FEET PER MINUTE

FASTEN, FASTENER

FACE OF STUD

FINISH FLOOR

FABRICATE

EXP

EPS

FAS

FAB

FNDP

FNDR

FPS

FPM

FS, FOS

EXISTINGEXIST.

ACOUSTICAL

ABOVE FINISHED FLOOR

ABOVE FLOOR

ACCESS PANEL

ACCESSORY, ACCESSORIES

ACOUSTIC CEILING TILE

ADHESIVE

ADJUSTABLE

ALTERNATE

ALUMINUM

AGGREGATE (S)

AIR CONDITIONING

ALTERNATING CURRENT

ALUMINUM THRESHOLD

AFF

ACP

ACC

ACT

ACOUS

ADH

ADJ

AGG

A/C

ALT

ALUM

ANGLE

ANODIZED

AREA DRAIN

ANCHOR BOLTS

ANTENNA (E)

APPROVED, APPROVAL

APPROXIMATE

AVENUE

AVERAGE

BEAM

ATTACH, ATTACHMENT

BACK TO BACK

BENCH MARK

L, AB

ANOD

APP

APPROX

ANT

ATT

ALD

AVE

AVG

BTB

BMK

ANC ANCHOR (S) ANCHORAGE (S)

AUTOMATIC LOUVER DAMPER

FINISH

FINISH FLOOR LINE

FILLER (S)

FIBERGLASS

FIBERBOARD

FIRE EXTINGUISHER

FIRE HOSE CABINET

FIRE HOSE RACK

FIRE HYDRANT

FIRE MAIN

FIREPROOF (ING)

FIN

FIL

FGL

FBD

FTR

FFL

FFE

FHC

FMN

FHR

FDC

FEC, FXC

FIXED

FIRE STANDPIPE

FIXTURE

FLASHING

FUSIBLE LINK

FLEXIBLE

FLOOR, FLOORING

FLOOR DRAIN

FLUORESCENT

FLOW LINE

FRC

FRT

FSP

FXD

FXT

FLG

FHCS

FHWS

FLX

FLR

FSL

FLU

FGR

FR FIRE RESISTANT

BEARING

BITUMINOUS

BLOCKING

BOARD

BLOCK

BEARING PLATE

BOTTOM OF CURB

BOTTOM OF FOOTING

BOTH SIDES

BOTH WAYS

BOTTOM

BRICK

BUILDING

BRACKET

BRIDGING, BRIDGE (D)

BRITISH THERMAL UNIT

BOTTOM OF

BPL

BIT

BLKG

BLK

BOT

BRG

BTU

BKT

CABINET

CARPET

CAST IRON

CEILING

BUILT-UP ROOFING

CHALK

CATCH BASIN

CENTER

CENTERLINE

CHALKBOARD

CHANNEL

CENTER TO CENTER

CENTIGRADE (CELSIUS)

CERAMIC TILE

CHAIN-LINK FENCE

BUR

CBT, CAB

CPT

CLG

CTR

CL, C

CTC

CLF

BLDG

FOOT, FEET

FOOTCANDLES

FOOTING

FORMWORK

FOUNDATION (WALL)

FRAME (D),(ING)

FURRING

FUTURE

GALLON (S)

GALVANIZED

FURNISH & INSTALL

FTG

FBO

FWK

FURR

FUT

GAL

GPH

GPM

GPS

GALV

F & I

FND, FDW

GAS

GAUGE

GALVANIZED IRON

GALVANIZED STEEL

GASKET (ED)

GATE VALVE

GLASS BLOCK

GRADE, GRADING

GRANITE

GRAVEL

GRILLE

GROUND (ED)

GROUT (ED)

GRAB BARS

GST

GKT

GLB

GMU

GAV

GRD

GRT

GVL

GYP. BD.

CIRCUIT

CLOSURE

COLD WATER

CLEANOUT

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CLEAR, CLEARANCES

CONDUIT

CONNECTION

CONTINUOUS

CONTRACTOR

CONTRACT LIMIT LINE

COLUMN

CHWR

CHWS

CKT

CLR

CLS

COMP

CONC

CMU

COND

CONT

CLL

CONTR

C,COL

CUBIC

CUBIC FEET

COPPER

CONTROL JOINT

COUNTERFLASHING (S)

CUBIC FEET PER MINUTE

CUBIC FEET PER SECOND

CUBIC YARD

DEAD LOAD

DECIBEL

DAMPER

CYLINDER, CYLINDRICAL

DAMPPROOF (ED),(ING)

CUBIC INCH

CFL

CFM

CFS

CYL

DPR

CU IN

COMPRESS (ED),(ION),(IBLE)

CONCRETE (PORTLAND CEMENT)

CONCRETE MASONRY UNITS

COUNTERSINK, COUNTERSUNK

CV CHECK VALVE

FO FACE OF

FIRE EXTINGUISHER CABINET

FIRE-RESISTANT COATING

FIRE-RETARDANT TREATMENT

FLAT HEAD COUNTERSUNK SCREW

FLAT HEAD WOOD SCREW

FLOOR GRILLE (REGISTER)

FURNISHED BY OTHERS

GALLONS PER HOUR

GALLONS PER MINUTE

GALLONS PER SECOND

GLAZED MASONRY UNITS

GYPSUM WALLBOARD

FIRE ALARM STATION

FINNED TUBE RADIATION

FINISH FLOOR ELEVATION

FEMININE NAPKIN DISPOSAL UNIT

FEMININE NAPKIN DISPENSER UNIT

EXTRUDED POLYSTYRENE

EXTENDED, EXTENSION

ENCLOSE, ENCLOSURE

ELECTRIC WATER COOLER

FIRE DEPARTMENT CONNECTION

ELECTRIC, ELECTRICAL

ZONE

ZEE STUD

ZINC COATED

SINK

SMOKE DETECTOR

SLEEVE

SKYLIGHT

SIMILAR (TO)

SHOWER RECEPTOR

SHELF, SHELVING

SHEET

SQUARE

SPRINKLER

SPECIFIED

SPECIFICATIONS

SPEAKER

SOUNDPROOF

SOLID CORE WOOD

SIM

SHR

SHT

SKL

SPK

SCWD

SMV

SQ,

SPR

SPF

SPEC

SDE, SD

SINGLE HUNG

SHELF & ROD

SUSPENDED ACOUSTIC TILE

STAINLESS STEEL

STAGGER

SQUARE YARD

STAG

S & R

SAT

MULLION

MOLDING

MODULAR

MIXING VALVE

MISCELLANEOUS

NUMBER

NOT TO SCALE

NOMINAL

NAILABLE

NO,#

NTS

NIC

NOM

NRC

NAT

MUL

MHT

MLD

MOD

MXV

MIS

OPPOSITE HAND

OPPOSITE

OPERATOR

OPENING

ON-CENTEROC

O.H.,OPH

OPP

OPR

OPG, OPNG

K, L, H OPEN-WEB STEEL JOIST

NOT IN THIS CONTRACT

NON-CORROSIVE

NOISE-REDUCTION

NATURAL (FINISH)

MOUNTING HEIGHT

MOUNT (ED), (ING)

SQUARE FOOT (FEET)

SMOKE-VENTING HATCH

HANDICAP(PED)

GYPSUM LATH

GYPSUM PLASTER

HAND HOLD

HANGER

HARDBOARD

HARDENER (ED)

HEAD

HARDWARE

HARDWOOD

HEADER

HEAT DETECTOR

HEATING

GYL

GPL

HBD

HDN

HDW

HWD

HDR

HTG

HAC

HDE

H & V

HIGH VOLTAGE

HIGHWAY

HOLD OPEN

HVC

HPL

HWY

HVAC

DEPRESSED

DETAIL

DIAMETER

DIAGONAL

DIMENSION

DEMOLISH, DEMOLITION

DIRECT CURRENT

DISCONNECT (ION)

DOOR

DISPENSER

DOWN

DISPOSAL, DISPOSABLE

DOUBLE

DOUBLE-HUNG

DOVETAIL ANCHOR

DOVETAIL ANCHOR SLOT

DEM

DEP

DET

DIA or ∅

DIAG

DIM

DCX

DPN

DPL

DBL

DTA

DTS

DRAIN INLET

DRAIN TILE

DRAWING (S)

DRAIN, DRAINAGE LINE

DRINKING FOUNTAIN

DROP MANHOLE

DMH

DWG,DRWG

DS DOWNSPOUT

HEATING & AIR CONDITIONING

HEATING & VENTILATING

HEATING, VENTILATING &

HEATING, VENTILATING, COOLING

HERTZ (CYCLES PER SECOND)

HIGH PRESSURE LAMINATE

DEG DEGREE

GWB GYPSUM WALLBOARD

SHEATHINGSTH

MIRRORMIR

WYE FITTINGY

ABBREVIATIONS

AIR/VAPOR BARRIERAVB

BOC BOTTOM OF CURB

AIR CONDITIONING

EXTERIOREXT

OHS OPPOSITE HAND SIMILAR

CO-EFFICIENT

STORM DRAINSD

OAE OR APPROVED EQUAL

OWNER FURNISHED & INSTALLEDOFI

TOC TOP OF CONCRETE / CURB

W/IN WITHIN

EACH WAYEW

EXTERIOR INSULATION FINISH SYSTEMEIFS

CENTIMETERCM

FRESH AIR INTAKEFAI

FIBER REINFORCED PLASTICFRP

IDM ISOLATE DISC. METALS

OSB ORIENTED STRAND BOARD

POST INDICATOR VALUE

PHYSICALLY CHALLENGEDPC

PIV

STEEL

STIFFENER

STANDARD

STIFF

STD

SOLID SURFACE MATERIALSSM

TOP OF MASONRYTOM

MEDIUM DENSITY OVERLAYMDO

WPT (WP) WORK (ING) POINT

GLASS FIBER REINF. CONC.GFRC

MEDIUM DENSITY FIBERBOARDMDF

TRUSS JOIST 'I' SECTIONTJI

VQT VINYL QUARTZ TILE

STRUCTURAL INSULATED PANELSIP

PROVIDE & INSTALLP&I

VIF VERIFY IN FIELD

LUXURY VINYL TILELVT

ACOUSTICAL PARTITIONAPRT

JANITORJAN

GRAPHIC SYMBOLS

DETAIL REFERENCE

(ENLARGED &

DETAIL VIEW)

SECTION REFERENCE

(BUILDING VIEW)

SECTION REFERENCE

(WALL VIEW)

ROOM

IDENTIFICATION TAG

EXTERIOR ELEVATION

IDENTIFICATION TAG

INTERIOR ELEVATION

IDENTIFICATION TAG

SECTION DETAIL

IDENTIFICATION TAG

DETAIL #

DRAWING #

ROOM NAME

ROOM #

DETAIL #

DRAWING #

DETAIL #

DRAWING #

DETAIL #

DRAWING #

ELEVATION #

DRAWING #

A101

1 VIEW TITLE

SCALE: 1/8" = 1'-0"

DETAIL #

DRAWING #

DRAWING TITLE

DRAWING SCALE

DETAIL #

DRAWING #

CROSS REFERENCE TAGS

CONSTRUCTION SYMBOLS

WALL TAG -

WALL TYPE

FIRE RATING

FLOOR TAG -

FLOOR TYPE

FIRE RATING

ROOF TAG -

ROOF TYPE

FIRE RATING

PLAN WORK

NOTES

NOTE WITHOUT ARROW

INDICATE ENTIRE SPACE

or AREA

NOTE WITH ARROWS

INDICATE A SPECIFIC

AREA or ITEM

DOOR TAG

DOOR #

FIRST 3 NUMBERS DENOTES ROOM

WHERE DOOR IS LOCATED, DECIMAL #

INDICATES DOORS IN ROOM

A LETTER INDICATES INTERIOR WINDOW

NUMBER INDICATES EXTERIOR WINDOW

DOUBLE LETTER INDICATES

ALUMINUM STOREFRONT SYSTEM

WINDOW TAG

DIMENSIONS

PHYSICALLY

CHALLENGED AND/OR

HANDICAPPED

ACCESSIBLE

ELEVATION WORK

NOTES

NOTES WITH ARROWS

INDICATE SPECIFIC

AREAS &/OR ITEMS

NOTES WITHOUT

ARROW INDICATE

ENTIRE SPACE/AREA

101.2

A101

1hr 1t

NAME

HANDICAPPED TURNING

RADIUS

HANDICAPPED

CLEAR FLOOR AREA

100'-0"

CENTERLINE SYMBOL

ALIGN SYMBOL

FINISH FLOOR ELEVATION /

DATUM IN PLAN

ALIGN

PROJECT NORTH ARROWS

FININSH FLOOR ELEVATIONS IN

SECTIONS / ELEVATIONS

1 1/4"

DIMENSIONS ARE TO FOS UNO

1 1/4"CENTERLINE

CENTERLINE BM

CENTERLINE COL

COL

1 1/4"

F.O. CMU F.O. CMU F.O. CMU

1 1/4"

F.O. BRICK

F.O. CONC

F.O. BRICK

F.O. CONC

F.O. BRICK

F.O. CONC

FIN FL

100'-0"

NORTH REFERENCE

NORTH

This drawing is copyrighted and is subject to copyright protection as an

Drawn by

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Project Number.

Drawing No.

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Phone: (401) 272-1730 Fax: (401) 273-7156

50 Holden Street Providence, Rhode Island 02908

Architecture · Project Management · Interior Design

"architectural work" under 17 U. S. C. Sec. 101 et seq. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces, materials, color and elements in the design. Under such protection, unauthorized use of this drawing may result in the cessation of construction or buildings being seized and/or monetary compensation being awarded to The Robinson Green Beretta Corporation (RGB).

Any reproduction, possession, or use of this drawing or any part thereof without the express written permission of RGB, is prohibited. Violators will be prosecuted to the full extent of the law.

Author

Checker

G001

ABBREVIATIONS &

SYMBOLS

04.21.25

Issued for Construction

ROGERS FREE

LIBRARY

INTERIOR

MODIFICATIONS

BID #1065

525 HOPE STREET

BRISTOL, R.I. 02809

TOWN OF

BRISTOL, R.I.

1-888-344-7233

1-888-DIG-SAFETO ANY EXCAVATION CALL DIGSAFE AT:

BE DONE BY THE APPROPRIATE UTILITY COMPANY OR MUNICIPALITY PRIOR

EXISTING DOCUMENTATION AND MAY NOT BE ACCURATE. EXACT LOCATION TO

LOCATION OF EXISTING UTILITIES SHOWN, ARE FROM GATE LOCATION AND

WORKING DAYS NOTICE

PROTECT YOURSELF, GIVE THREE

UTILITY NOTES:

1. PRIOR TO CONSTRUCTION ALL POTENTIAL UTILITY/DRAINAGE CONFLICTS MUST BE IDENTIFIED BY THE CONTRACTOR. ANY MODIFICATIONS TO THE PROPOSED UTILITIES TO AVOID CONFLICTS MUST BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.

2. CONTRACTOR IS TO USE CAUTION WHEN OPERATING HEAVY EQUIPMENT NEAR OVERHEAD ELECTRIC AND TELEPHONE SERVICES. ALL EXISTING OVERHEAD AND SUBSURFACE ELECTRIC AND TELECOMMUNICATIONS SERVICES ARE TO BE PROTECTED AND MAINTAINED AT

ALL TIMES DURING CONSTRUCTION.

3. CONTRACTOR IS TO USE CAUTION WHEN OPERATING HEAVY EQUIPMENT NEAR EXISTING WATER, SEWER, GAS, DRAINAGE, AND OTHER POTENTIAL UTILITY LINES. UTILITY SERVICES NOT PROPOSED TO BE MODIFIED BY THE PROPOSED WORK ARE TO REMAIN IN SERVICE

AND BE PROTECTED AT ALL TIMES DURING CONSTRUCTION.

4. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE A SUFFICIENT NUMBER OF WORKMEN AND GUARDS AS MAY BE NECESSARY TO

PROPERLY SAFEGUARD THE PUBLIC FROM THEIR OPERATIONS.

5. THE CONTRACTOR SHALL TAKE PRECAUTIONS AGAINST DAMAGING OF PAVING, SIDEWALKS, UTILITIES, OR PRIVATE PROPERTIES AND SHALL PROMPTLY REPAIR AT THEIR OWN EXPENSE ANY DAMAGE TO SUCH PAVING, SIDEWALKS, UTILITIES, OR PRIVATE PROPERTIES TO

THE SATISFACTION OF THE OWNER OR TOWN.

6. EXISTING UTILITY FRAMES AND COVERS FOR SANITARY SEWER, WATER, GAS, STORM DRAINAGE AND OTHER UTILITIES SHALL BE

ADJUSTED TO GRADE AS REQUIRED WITHIN WORK AREAS.

GENERAL NOTES:

1. CONTRACTOR SHALL NOTIFY "DIGSAFE" (811) AT LEAST 72 HOURS BEFORE EXCAVATING.

2. LIMITED EXISTING CONDITIONS SURVEY COMPLETED BY JOE CASALI ENGINEERING, INC., IN DECEMBER 2024. PROPERTY LINE INFORMATION OBTAINED FROM TOWN OF BRISTOL GEOGRAPHIC INFORMATION SYSTEM (GIS) DATABASE AND SHOULD BE

CONSIDERED APPROXIMATE.

3. THE LOCATION AND DEPTH OF EXISTING UTILITIES ARE APPROXIMATE AND HAVE BEEN PLOTTED FROM THE LATEST AVAILABLE INFORMATION. THE UTILITY LOCATIONS ARE APPROXIMATE AND MAY NOT BE ALL INCLUSIVE. THE CONTRACTOR SHALL CHECK AND VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, BOTH OVERHEAD AND UNDERGROUND, AND "DIG-SAFE" MUST BE NOTIFIED PRIOR TO COMMENCING ANY CONSTRUCTION OPERATIONS. RESTORATION AND REPAIR OF DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WITH NO ADDITIONAL COST THE OWNER. NO EXCAVATION SHALL COMMENCE UNTIL ALL INVOLVED UTILITY COMPANIES AND/OR CITY WHOSE FACILITIES MIGHT BE AFFECTED BY ANY WORK TO BE PERFORMED BY THE CONTRACTOR ARE NOTIFIED AT LEAST 72 HOURS IN ADVANCE.

ANY DIFFERENCES IN THE LOCATION OF EXISTING UTILITIES ARE TO BE BROUGHT TO THE ATTENTION OF THE CITY AND THE

CONSULTING ENGINEER.

4. THE PROJECT AREA LIES WITHIN FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON THE FIRM MAP FOR THE TOWN OF BRISTOL, MAP NUMBER 44001C0014H, EFFECTIVE DATE JULY 7, 2014.

3. THERE ARE NO KNOWN ACTIVE AGRICULTURAL USES ON OR ADJACENT TO THE SITE. THERE ARE NO HISTORIC CEMETERIES

ON OR IMMEDIATELY ADJACENT TO THE SITE.

4. THERE ARE NO KNOWN WETLANDS ON OR IMMEDIATELY ADJACENT TO THE SITE. THE SITE LIES WITHIN RIVER REGION 2.

5. EXISTING SOILS ON THE SITE HAVE BEEN CLASSIFIED AS NEWPORT-URBAN LAND COMPLEX (NP). NP SOILS GENERALLY CONSIST OF LOAMY LODGEMENT TILL (SILT LOAM), WITH A DEPTH TO THE SEASONAL HIGH GROUNDWATER TABLE OF ABOUT

24-INCHES, BELONGING TO HYDROLOGIC SOIL GROUP C.

SITE NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND LEGALLY DISPOSING (R&D) OF ALL MATERIALS INDICATED ON THE

PLANS.

2. ACCESSIBLE ROUTES INCLUDING SIDEWALKS, AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICAN WITH DISABILITIES ACT AND WITH ALL APPLICABLE STATE AND LOCAL LAWS AND REGULATIONS, WHICHEVER IS

MORE STRINGENT.

3. STOCKPILES OF EARTH MATERIALS SHALL NOT BE LOCATED ADJACENT TO DRAINAGE STRUCTURES.

4. ALL DISTURBED AREAS OUTSIDE OF THE PAVED AREAS WILL RECEIVE A MINIMUM OF 6" OF LOAM AND SEED.

5. THE LAYOUT SHOWN REPRESENTS A GRAPHICAL DESIGN, AND PRIOR TO THE CONSTRUCTION, THE CONTRACTOR SHALL ENGAGE A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF RHODE ISLAND TO SET AND VERIFY ALL LINES AND GRADES. ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS ARE TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY ITEMS FOUND WHICH DO NOT MATCH THE PLANS MUST BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO CONSTRUCTION FOR REVIEW. NO WORK SHALL PROCEED UNTIL AUTHORIZED BY THE ENGINEER.

6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SURVEY LAYOUT SERVICES FOR THE WORK AND SHALL SUBMIT "AS-BUILT" DRAWINGS OF ALL WORK, WHICH SHALL BE STAMPED AND CERTIFIED BY A RHODE ISLAND REGISTERED PROFESSIONAL LAND

SURVEYOR.

7. ANY ITEM OF WORK NOT SPECIFICALLY INDICATED ON THE PLANS BUT IS REQUIRED FOR THE COMPLETE CONSTRUCTION OF THE PROJECT WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND INCLUDED IN THE CONTRACT BID PRICE. IT WILL BE

THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING SITE CONDITIONS.

8. REFER TO ARCHITECTURAL PLANS, STRUCTURAL PLANS, PLUMBING PLANS AND ELECTRICAL PLANS FOR WORK WITHIN 5 FEET

OF THE EXISTING BUILDING.

9. WHERE NECESSARY TO REMOVE CURBS, CATCH BASINS OR DRAINS TO COMPLETE WORK, THE CONTRACTOR SHALL REPLACE

SUCH ITEMS TO THE SATISFACTION OF THE TOWN AT NO ADDITIONAL COST TO THE TOWN.

10. ANY EXISTING PIPE OR UTILITY DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED IMMEDIATELY BY THE

CONTRACTOR AT NO COST TO THE TOWN.

11. THE CONTRACTOR SHALL RESTORE TO ITS ORIGINAL CONDITION OR REPLACE TREES, SHRUBS, FENCES, SIGNS, GUARDRAILS, DRIVEWAYS, SIDEWALKS AND ANY OTHER OBJECT AFFECTED BY THIS OPERATION, UNLESS OTHERWISE NOTED ON THE SITE

PLANS.

12. THE TOPS OF ALL VALVE BOXES AND CURB BOXES SHALL BE FLUSH WITH GROUND OR PAVEMENT SURFACE LEVEL AND PLUMB, UNLESS OTHERWISE DIRECTED.

13. ROADWAYS SHALL BE LEFT PASSABLE AT ALL TIMES. CLOSURE OF ROADWAY IS NOT PERMITTED.

14. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN THE DRY. THE CONTRACTOR SHALL PROVIDE, OPERATE AND MAINTAIN ALL PUMPS, DRAINS, WET POINTS, SCREENS, OR OTHER FACILITIES NECESSARY TO CONTROL, COLLECT AND DISPOSE OF ALL

SURFACE AND SUBSURFACE WATER ENCOUNTERED IN THE PERFORMANCE OF THE WORK.

15. ALL SITE WORK SHALL CONFORM TO THE RHODE ISLAND DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION, AUGUST 2024 (WITH LATEST REVISIONS AND ADDENDA) AND THE RIDOT STANDARD

DETAILS, OCTOBER 2022 (WITH LATEST REVISIONS AND ADDENDA).

MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE AND PROTECTION OF PEDESTRIAN AND VEHICULAR TRAFFIC INCLUDING POLICE PROTECTION. ALL TEMPORARY AND VEHICULAR SIGNS, BARRICADES AND LANE CLOSURES SHALL BE IN CONFORMANCE WITH THE LATEST REVISIONS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 2009

EDITION.

2. TEMPORARY CONSTRUCTION SIGNS AND ALL APPLICABLE TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR TO THE

START OF WORK IN ANY AREA OPEN TO TRAFFIC.

3. THE PRIVATE VEHICLES OF CONSTRUCTION WORKERS SHALL NOT BE PARKED IN THE CITY RIGHT-OF-WAY.

4. ALL MAINTENANCE AND PROTECTION OF TRAFFIC CONTROL SETUPS, SIGNS CHANNELING DEVICES, ETC, SHALL BE IN ACCORDANCE WITH THE LATEST REVISIONS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2009 EDITION.

5. SIGN MOUNTINGS SHALL BE IN ACCORDANCE WITH THE RIDOT SPECIFICATIONS FOR TEMPORARY CONSTRUCTION SIGNS.

SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

1. THE LIMITS OF CLEARING, GRADING, AND DISTURBANCE SHALL BE KEPT TO A MINIMUM WITHIN THE PROPOSED AREA OF CONSTRUCTION. ALL AREAS OUTSIDE OF THESE LIMITS, AS DEPICTED ON THE PLAN SHALL BE TOTALLY UNDISTURBED, TO REMAIN IN

NATURAL CONDITION.

2. ALL CATCH BASINS SHALL BE PROTECTED WITH SILTSACK SEDIMENT TRAPS DURING CONSTRUCTION ACTIVITIES.

3. ALL DISTURBED SLOPES EITHER NEWLY CREATED OR CURRENTLY EXPOSED SHALL BE SEEDED, PROTECTED AND MAINTAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL REGULARLY CHECK ALL SEEDED AREAS TO ENSURE THAT A GOOD STANDING OF VEGETATION

IS MAINTAINED.

4. ALL COMPOST SOCKS, TEMPORARY TREATMENT (HAY, STRAW, ETC.) AND TEMPORARY EROSION PROTECTION SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL AN ACCEPTABLE STAND OF GRASS OR

APPROVED GROUND COVER IS ESTABLISHED.

5. STOCKPILES OF TOPSOIL SHALL NOT BE LOCATED NEAR WATERWAYS. THEY SHALL HAVE SIDE SLOPES OF NO GREATER THAN 2:1 AND

SHALL BE TEMPORARILY SEEDED AND/OR STABILIZED PER CONTRACT SPECIFICATIONS.

6. THE COMPOST SOCKS SHALL BE CHECKED BY THE CONTRACTOR ON A WEEKLY BASIS AND AFTER EACH STORM FOR UNDERMINING OR DETERIORATION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY COMPOST SOCKS AS NEEDED. THE CONTRACTOR SHALL CLEAN THE ACCUMULATED SEDIMENT IF HALF OF THE ORIGINAL HEIGHT OF THE COMPOST SOCK BECOMES FILLED WITH SEDIMENTS.

7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL SOIL EROSION AND SEDIMENT CONTROLS ON THE PROJECT SITE FOR THE ENTIRE DURATION OF THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL FOLLOW THE DIRECTION OF THE RESIDENT ENGINEER, TOWN ENGINEER, OR OWNER WITH REGARD TO INSTALLATION, MAINTENANCE, AND REPAIR OF ALL SOIL EROSION AND SEDIMENTATION CONTROLS ON THE PROJECT SITE. TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROLS (HAYBALES, SILT FENCE, ETC.) SHALL BE MAINTAINED UNTIL ALL EXPOSED SOILS ARE SATISFACTORILY STABILIZED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND/OR RESEEDING ALL AREAS THAT DO NOT DEVELOP WITHIN ONE YEAR FROM THE

COMPLETION OF CONSTRUCTION.

8. ALL REFERENCED SOIL EROSION AND SEDIMENTATION CONTROLS INCLUDING MATERIALS USED, APPLICATION RATES AND THE INSTALLATION PROCEDURES SHALL BE PERFORMED PER THE "RHODE ISLAND EROSION AND SEDIMENTATION HANDBOOK", DATED 1993

AMENDED 2014.

BMP MAINTENANCE SCHEDULE:

1. ALL MAINTENANCE (INCLUDING CLEANING) REQUIRED DURING THE CONSTRUCTION PHASE OF THE PROJECT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR AND SHALL INCLUDE:

A. MEASURES NEEDED TO ENSURE THE PROPER OPERATION OF THE STORMWATER RUNOFF (DRAINAGE) AND WATER QUALITY CONTROL SYSTEMS TO INCLUDE INSPECTION, CLEANING AND REPAIRS ALL PIPES, INTAKE AND DISCHARGE STRUCTURES, CATCH

BASIN SUMPS, AND MANHOLES.

B. INSPECTION OF ALL SLOPES, BERMS, AND OTHER CONTROL STRUCTURES FOR STRUCTURAL INTEGRITY/STABILITY AND EVIDENCE OF SOIL EROSION PROCESSES, AND MAINTENANCE OF THESE STRUCTURES IF NECESSARY. INSPECTIONS SHALL BE PERFORMED FOLLOWING ALL RAIN EVENTS OF 1/2 INCH RAINFALL OR MORE IN A 24-HOUR PERIOD, OR BI-MONTHLY IF NO RAINFALL EVENT

OCCURS.

2. UPON COMPLETION OF THE PROJECT CONSTRUCTION, AND PRIOR TO VACATING THE SITE, THE CONTRACTOR SHALL CONDUCT A FINAL INSPECTION AND CLEANING OF THE DRAINAGE SYSTEM AND ALL ASSOCIATED STRUCTURES.

3. ALL INSTALLATION, CLEANING, AND MAINTENANCE OF THE STORMWATER DRAINAGE SYSTEM SHALL FOLLOW AT LEAST THE RHODE ISLAND DEPARTMENT OF TRANSPORTATION MINIMUM STANDARDS, SECTION 212 AND SECTION 708. WHERE APPROPRIATE, PROCEDURES REGARDING THE DRAINAGE INSTALLATION, CLEANING, INSPECTION, AND MAINTENANCE OF THE STORMWATER DRAINAGE SYSTEM SHALL BE FOLLOWED AS OUTLINED IN THE "RHODE ISLAND STORMWATER DESIGN AND INSTALLATION STANDARDS

MANUAL" (RIDEM/RICRMC, 2010).

4. AFTER CONSTRUCTION, STORMWATER BMPS SHALL BE INSPECTED AND MAINTAINED BY THE TOWN OF BRISTOL AS FOLLOWS:

CATCH BASINS

· INSPECTIONS SHALL BE PERFORMED A MINIMUM OF 2 TIMES PER YEAR (SPRING/FALL). UNITS SHALL BE CLEANED WHENEVER

THE DEPTH OF SEDIMENT IS GREATER THAN OR EQUAL TO 2-FEET (LESS THAN 2-FEET FROM THE BOTTOM OF PIPE). ALL REMOVED SEDIMENT SHALL BE TESTED TO DETERMINE POLLUTANT CONTENT AND SHALL BE REMOVED IN ACCORDANCE WITH

ALL FEDERAL, STATE AND LOCAL REGULATIONS.

· THE INLET GRATE SHALL NOT BE WELDED TO THE FRAME SO THAT THE SUMP CAN BE EASILY INSPECTED AND MAINTAINED.

ROOF DRAIN LEADERS

· PERFORM ROUTINE ROOF INSPECTIONS QUARTERLY.

· KEEP ROOFS CLEAN AND FREE OF DEBRIS.

· KEEP ROOF DRAINAGE SYSTEMS CLEAR.

LOAMING & SEEDING NOTES:

SEEDING ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH SECTION L.02 SEEDING OF THE RHODE ISLAND DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION, 2010 EDITION (WITH LATEST ADDENDA), AND SHALL ALSO CONFORM TO THE FOLLOWING:

1. AFTER ROUGH GRADING IS COMPLETED, ALL DISTURBED AREAS AND AREAS LABELED AS 'LOAM AND SEED' ARE TO BE BROUGHT TO AN ELEVATION OF 6" BELOW THE PROPOSED FINISHED GRADE. SCARIFY THE SUBGRADE TO A DEPTH OF 12" WITH THE TEETH OF A BACKHOE OR A POWER RAKE TO RESULT IN AN UNCOMPACTED SUBSOIL. 6" OF GOOD QUALITY TOPSOIL IS TO BE APPLIED

AND RAKED TO FINISHED GRADE.

2. THE TOPSOIL IS TO BE GOOD QUALITY LOAM, FERTILE AND FREE OF WEEDS, STICKS AND STONES OVER 3/4" IN SIZE AND OTHERWISE COMPLYING WITH SECTION M.18.01 OF THE RHODE ISLAND DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION, 2010 EDITION (WITH LATEST ADDENDA),

3. PRIOR TO SEEDING OR SODDING, FERTILIZE WITH 10-10-10 OR EQUIVALENT ANALYSIS. AT LEAST 40% OF THE FERTILIZER NITROGEN SHALL BE IN SLOW RELEASE FORM. INCORPORATE THE FERTILIZER INTO THE TOP 1-2" OF THE PLANTING SOIL.

APPLY AT A RATE OF 8 LBS. PER 1000 SQUARE FEET.

4. APPLY LIME AT A RATE OF ONE TON PER ACRE AND UNIFORMLY INCORPORATE INTO THE TOP 1-2" OF TOPSOIL.

5. SEEDING

AFTER THE SEED BED IS PREPARED, SEED IS TO BE BROADCAST EVENLY OVER THE SURFACE AND WORKED INTO THE TOP 1" OF SOIL. SEED SHALL BE APPROVED URI #2 OR APPROVED EQUAL. APPLY AT A RATE OF 4-5 LBS. PER 1000 SQUARE FEET OR AS

OTHERWISE DIRECTED BY THE MANUFACTURER.

URI #2 IMPROVED SEED MIX, % BY WEIGHT:

40% CREEPING RED FESCUE

20% IMPROVED PERENNIAL RYEGRASS

20% IMPROVED KENTUCKY BLUEGRASS

20% KENTUCKY BLUEGRASS

RECOMMENDED SEEDING DATES ARE APRIL 1 TO JUNE 15 AND AUGUST 15 TO OCTOBER 15. AT THE CONTRACTORS DISCRETION, SEED MAY BE APPLIED BY HYDROSEEDING RATHER THAN THE METHOD DESCRIBED ABOVE.

ABUTTING PROPERTY LINE

PROPOSED CONTOUR

EXISTING CONTOUR

EXISTING SEWER LINE

EXISTING UTILITY POLE

EXISTING SEWER MANHOLE

EXISTING PROPERTY LINE

NOW OR FORMERLYN/F

TREELINE

LIMIT OF DISTURBANCELOD

EXISTING WATER LINEW

EXISTING WATER SHUT OFF VALVEWV

PROPOSED DRAINAGE MANHOLED

EXISTING CATCH BASIN

BUILDING SETBACK LINE

EXISTING CURB

SILT FENCE

PROPOSED CURB

EXISTING GUARD RAIL

EXISTING DRAIN LINED

PROPOSED DRAIN LINED

EXISTING DRAINAGE MANHOLED

PROPOSED CATCH BASIN

EXISTING TELECOM DUCTBANKTEL

EXISTING ELECTRIC DUCTBANKE

EXISTING GAS LINEGAS

LEGEND:

LOCUS MAP (NOT TO SCALE )

SITE

DETAILED LOCUS MAP (SCALE: 1" = 50')

ROGERS

FREE

LIBRARY

H O

PE STREET

ES STREET

This drawing is copyrighted and is subject to copyright protection as an

Drawn by

Checked by

Revised on

E-mail: rgbinfo@rgb.net www.rgb.net

Project

Drawing Status

Issued On

Sheet Contents

Project Number.

Drawing No.

Sheet of

Certification

Phone: (401) 272-1730 Fax: (401) 273-7156

50 Holden Street Providence, Rhode Island 02908

Architecture · Project Management · Interior Design

Any reproduction, possession, or use of this drawing or any part thereof without the express written permission of RGB, is prohibited. Violators will be prosecuted to the full extent of the law.

DRD

JAC

RGB: 6846

C001

02/24/2025

ROGERS FREE

LIBRARY

INTERIOR

MODIFICATIONS

525 HOPE STREET

BRISTOL, R.I. 02809

TOWN OF

BRISTOL, R.I.

JCE: 14-30ea

SITE

LANDSCAPE BED/GRASS DELINEATION

Issued for Construction

LOD

LODLODLODLODLO

LOD LOD LOD LOD

LOD LO

LOD

LOD LO

D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO

D D D D D D D D D D D D

RIM:19.72

6" PVC INV. IN: 17.34

12" PVC INV. IN: 16.88

12" PVC INV. OUT: 16.16

RIM:19.49

6" PVC INV. IN: 17.49

12" PVC INV. OUT: 17.24

U.P. #129-1

DSDS DSDS

DS DS

CONC. PAD

AND BENCH

CONC. PAD

AND BENCH

LP DISC

LP SPOT

LP DISC

LP SPOT

FLAGPOLE

BRICK WALKWAY

BIKE RACK

DONATIONBOX

BRICK PILLARS

WITH ARCH ABOVE

LANDSCAPING

CONCRETE APRON

CONCRETE CURB

CRETE CU

BRICK RET. WALL

STONE RET. WALL

STONE RET. WALL STONE RET. WALL

CONC. WALL

AP 9, LOT 38

N/F TSL LLC

0.5392 ACRES

AP 9, LOT 37

N/F TOWN OF BRISTOL

525 HOPE STREET

0.2567 ACRES

AP 9, LOT 36

N/F TOWN OF BRISTOL

539 HOPE STREET

0.2659 ACRES

APPROXIMATE PROPERTY LINE OBTAINED

FROM THE TOWN OF BRISTOL GIS

O N

N E

W N

Z O

N E

O N

N E

W N

Z O

N E

TRENCH DRAIN

RIM: 19.53

TRENCH DRAIN

RIM: 19.42

CLEANOUT

RIM: 19.61

THRESHOLD: 19.76

GRASS GRASS

GRASS

0 19 .5

19.50

12" - SDR 35 S=0.006 FT/FT

20.00

0 20 .5

22.00

23.

20.00

PROPOSED CONSTRUCTION STOCKPILE LOCATION

(PROTECT WITH SILT FENCE - RI STD. 9.2.0) (SEE DETAIL)

SILT SACK SEDIMENT TRAP

(TYP. - SEE DETAIL)

CONTRACTOR TO PROTECT EXISTING

CONCRETE APRON AT ALL TIMES

DURING CONSTRUCTION

CONTRACTOR TO PROTECT BRICK

PILLARS AND METAL ARCHWAY AT

ALL TIMES DURING CONSTRUCTION

CONTRACTOR TO PROTECT

CONCRETE PAD AT ALL TIMES

DURING CONSTRUCTION

CONTRACTOR TO PROTECT

CONCRETE PAD AT ALL TIMES

DURING CONSTRUCTION

CONTRACTOR TO PROTECT

LIGHT POLES AT ALL TIMES

DURING CONSTRUCTION

CONTRACTOR TO PROTECT

FLAG POLE AT ALL TIMES

DURING CONSTRUCTION

CONTRACTOR TO PROTECT BRICK

RETAINING WALL AT ALL TIMES

DURING CONSTRUCTION

CONTRACTOR TO PROTECT AND

MAINTAIN EXISTING DRAINAGE LINES

AT ALL TIMES DURING CONSTRUCTION (TYP.)

REMOVE AND SALVAGE BRICK PATHWAY FROM

AREA WITHIN THE LIMIT OF DISTURBANCE LINE

(REFER TO DEMOLITION WORK NOTES, THIS SHEET)

REMOVE EXISTING DRAIN COVER & CLEANOUT

DRAIN AREA; REINSTALL DRAIN COVER

CONTRACTOR TO REMOVE, STORE

& RE-SET DONATION BOX

CONTRACTOR TO PROTECT

BIKE RACK AT ALL TIMES

DURING CONSTRUCTION

BENCHMARK:

GEODETICMARKER - D27

EL. 25.58 (NAVD88)

GRASS

REMOVE EXISTING DRAIN

COVER & CLEANOUT DRAIN

AREA; REINSTALL DRAIN COVER

REMOVE EXISTING DRAIN

COVER & CLEANOUT DRAIN

AREA; REINSTALL DRAIN COVER

CONTRACTOR TO PROTECT

CONCRETE PAD AT ALL TIMES

DURING CONSTRUCTION

SCALE (FEET)

1 INCH = FT

5 10 20 40

5' MAX. FROM

TOE OF SLOPE

NOTE TO CONTRACTOR:

CONTRACTOR TO COORDINATE WITH OWNER ON FINAL

LOCATION OF STOCKPILE / STAGING AREAS.

3 STOCKPILE DETAIL

STOCKPILE

MATERIAL

COMPOST

SOCK

COMPOST SOCK

COMPACT EXCAVATED SOIL ON

UPSLOPE (DISTURBED) SIDE EXISTING GROUND

SURFACE

1"x1" WOODEN STAKE

NOTES:

1. BEGIN WATTLE INSTALLATION BY EXCAVATING A 2 TO 3-INCH-DEEP BY 9" WIDE

TRENCH ALONG THE CONTOUR OF THE SLOPE OR ALONG THE EXISTING GROUND

SURFACE. EXCAVATED SOIL SHOULD BE PLACED UP-SLOPE OR ON THE DISTURBED

SIDE OF THE ANCHOR TRENCH.

2. PLACE WATTLE IN THE TRENCH SUCH THAT IT CONTOURS TO THE EXISTING SOIL

SURFACE. COMPACT SOIL FROM THE EXCAVATED TRENCH AGAINST THE WATTLE ON

THE UP-SLOPE OR DISTURBED SIDE. ADJACENT WATTLES SHOULD TIGHTLY ABUT.

3. SECURE WATTLE WITH 18 TO 24-INCH-LONG STAKES. INSTALL AN ADDITIONAL STAKE

AT EACH END OF THE WATTLE. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE

OF THE WATTLE LEAVING AT LEAST 2 TO 3 INCHES OF STAKE EXTENDING ABOVE.

THE STAKES SHOULD BE DRIVEN PERPENDICULAR TO THE SLOPE FACE OR GROUND

SURFACE.

12"9"

2 COMPOST SOCK

EXPANSION RESTRAINT

BAG REMOVAL

CATCH BASIN GRATE

REBAR FOR

SILTSACK

FLOW FLOW

CATCH BASIN GRATE

Notes:

PLAN VIEW

SECTION VIEW

INSTALL SILTSACK IN SELECTED CATCH BASINS IDENTIFIED ON

THE EXISTING CONDITIONS AND SITE PREPARATION PLAN

BEFORE COMMENCING WORK.

GRATE TO BE PLACED OVER SILTSACK. SILTSACK SHALL BE

INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND

CLEANING OR REPLACEMENT SHALL BE PERFORMED PROMPTLY

AS NEEDED. MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN

PERMANENTLY STABILIZED.

1 SILT SACK SEDIMENT TRAP

1-888-344-7233

1-888-DIG-SAFETO ANY EXCAVATION CALL DIGSAFE AT:

BE DONE BY THE APPROPRIATE UTILITY COMPANY OR MUNICIPALITY PRIOR

EXISTING DOCUMENTATION AND MAY NOT BE ACCURATE. EXACT LOCATION TO

LOCATION OF EXISTING UTILITIES SHOWN, ARE FROM GATE LOCATION AND

WORKING DAYS NOTICE

PROTECT YOURSELF, GIVE THREE

This drawing is copyrighted and is subject to copyright protection as an

Drawn by

Checked by

Revised on

E-mail: rgbinfo@rgb.net www.rgb.net

Project

Drawing Status

Issued On

Sheet Contents

Project Number.

Drawing No.

Sheet of

Certification

Phone: (401) 272-1730 Fax: (401) 273-7156

50 Holden Street Providence, Rhode Island 02908

Architecture · Project Management · Interior Design

Any reproduction, possession, or use of this drawing or any part thereof without the express written permission of RGB, is prohibited. Violators will be prosecuted to the full extent of the law.

DRD

JAC

RGB: 6846

C100

EXISTING

CONDITIONS

AND SITE PREP.

PLAN

02/24/2025

ROGERS FREE

LIBRARY

INTERIOR

MODIFICATIONS

525 HOPE STREET

BRISTOL, R.I. 02809

TOWN OF

BRISTOL, R.I.

JCE: 14-30ea

DEMOLITION WORK NOTES:

1. SETTLED BRICKS AT REAR BRICK PATH WILL BE RAISED TO PROVIDE PROPER DRAINAGE AND

TO ELIMINATE PONDING DURING HEAVY RAINFALL.

2. REMOVE BRICK AT BRICK PATH WITHIN LIMIT OF DISTURBANCE SHOWN AND SALVAGE FOR

REUSE. REPLACE ANY BRICK THAT CANNOT BE REUSED WITH NEW TO MATCH EXISTING.

3. REMOVE AND DISPOSE SAND & GRAVEL BED; REPLACE WITH NEW SAND & GRAVEL BED.

BRICK PATH ELEVATION TO INCREASE 2-INCHES MIN. PROVIDE CROSS SLOPE OF 2% MAX.

REFER TO BRICK PATH DETAIL.

LOD

LODLODLODLODLO

LOD LOD LOD LOD

LOD LO

LOD

LOD LO

D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO

D D D D D D D D D D D D

RIM:19.72

6" PVC INV. IN: 17.34

12" PVC INV. IN: 16.88

12" PVC INV. OUT: 16.16

RIM:19.49

6" PVC INV. IN: 17.49

12" PVC INV. OUT: 17.24

U.P. #129-1

DSDS DSDS

DS DS

CONC. PAD

AND BENCH

CONC. PAD

AND BENCH

LP DISC

LP SPOT

LP DISC

LP SPOT

FLAGPOLE

BRICK WALKWAY

BIKE RACK

BRICK PILLARS

WITH ARCH ABOVE

LANDSCAPING

CONCRETE APRON

CONCRETE CURB

CRETE CU

BRICK RET. WALL

STONE RET. WALL

STONE RET. WALL STONE RET. WALL

CONC. WALL

AP 9, LOT 38

N/F TSL LLC

0.5392 ACRES

AP 9, LOT 37

N/F TOWN OF BRISTOL

525 HOPE STREET

0.2567 ACRES

AP 9, LOT 36

N/F TOWN OF BRISTOL

539 HOPE STREET

0.2659 ACRES

APPROXIMATE PROPERTY LINE OBTAINED

FROM THE TOWN OF BRISTOL GIS

O N

N E

W N

Z O

N E

O N

N E

W N

Z O

N E

CLEANOUT

RIM: 19.61

THRESHOLD: 19.76

GRASS GRASS

GRASS

19.50

0 19 .5

19.50

CB #1

PROPOSED NYLOPLAST

12" DRAIN BASIN WITH

12" DOME FRAME & GRATE

RIM: 19.15

INV. OUT: 18.00 (EXIST. PIPE)

SUMP: 16.00

3 LF - 6" ADS

N-12 HDPE PIPE

S= 0.01 FT/FT

12" - SDR 35 S=0.006 FT/FT

CONTRACTOR TO CONNECT PROPOSED 6"

HDPE PIPE TO THE EXISTING DRAINAGE PIPE

USING AN INSERTA TEE (OR APPROVED EQUAL)

INV. IN= ± 17.97

19.25

CB #1

PROPOSED NYLOPLAST 12" DRAIN BASIN

WITH 12" DOME FRAME & GRATE

RIM: 19.15

INV. OUT: 17.34 (CB #2)

SUMP: 15.34

14 LF - 6" ADS

N-12 HDPE PIPE

S= 0.01 FT/FT

CONTRACTOR TO CONNECT PROPOSED 6"

HDPE PIPE TO THE EXISTING DRAINAGE PIPE

USING AN INSERTA TEE (OR APPROVED EQUAL)

INV. IN= ± 17.07

CB #2

PROPOSED NYLOPLAST 12" DRAIN

BASIN WITH 12" DOME FRAME & GRATE

RIM: 19.15

INV. IN: 17.20 (CB#1)

INV. OUT: 17.10 (EXIST. PIPE)

SUMP: 15.10

19.25

3 LF - 6" ADS

N-12 HDPE PIPE

S= 0.01 FT/FT

20.00

0 20 .5

22.00

23.

20.00

LIMIT OF BRICK WALK

IMPROVEMENTS

PROPOSED BRICK PATHWAY

(SEE ARCHITECTURAL PLANS

FOR DETAILS)

BENCHMARK:

GEODETICMARKER - D27

EL. 25.58 (NAVD88)

RESET DONATION BOX

GRASS19.50 19.50

19.60

19.50

20.28

20.17

19.65

19.50

19.68

19.40

19.50

19.80

20.00

20.30

20.15 20.16

19.68

19.61

20.15

20.00

19.80

20.20

19.65

CLEAN AND SWEEP STOCKPILE AREA

UPON COMPLETION OF CONSTRUCTION;

FURNISH AND INSTALL NEW PAVEMENT

MARKINGS TO MATCH EXISTING (TYP.)

INFILL LANDSCAPE BEDS WITH MIN 3-INCHES

OF BARK MULCH (COLOR BY OWNER) (TYP.)

INFILL LANDSCAPE BEDS WITH

MIN 3-INCHES OF BARK MULCH

(COLOR BY OWNER) (TYP.)

UPON COMPLETION OF PAVER INSTALLATION AND DRAINAGE

WORK, ALL AREAS WITHIN LIMIT OF DISTURBANCE TO

RECEIVE MIN. 6" NEW LOAM AND SEED OR SOD

SCALE (FEET)

1 INCH = FT

5 10 20 40

1-888-344-7233

1-888-DIG-SAFETO ANY EXCAVATION CALL DIGSAFE AT:

BE DONE BY THE APPROPRIATE UTILITY COMPANY OR MUNICIPALITY PRIOR

EXISTING DOCUMENTATION AND MAY NOT BE ACCURATE. EXACT LOCATION TO

LOCATION OF EXISTING UTILITIES SHOWN, ARE FROM GATE LOCATION AND

WORKING DAYS NOTICE

PROTECT YOURSELF, GIVE THREE

This drawing is copyrighted and is subject to copyright protection as an

Drawn by

Checked by

Revised on

E-mail: rgbinfo@rgb.net www.rgb.net

Project

Drawing Status

Issued On

Sheet Contents

Project Number.

Drawing No.

Sheet of

Certification

Phone: (401) 272-1730 Fax: (401) 273-7156

50 Holden Street Providence, Rhode Island 02908

Architecture · Project Management · Interior Design

Any reproduction, possession, or use of this drawing or any part thereof without the express written permission of RGB, is prohibited. Violators will be prosecuted to the full extent of the law.

DRD

JAC

RGB: 6846

C200

SITE PLAN

02/24/2025

ROGERS FREE

LIBRARY

INTERIOR

MODIFICATIONS

525 HOPE STREET

BRISTOL, R.I. 02809

TOWN OF

BRISTOL, R.I.

JCE: 14-30ea

5 NYLOPLAST 12" DOME GRATE DETAIL

4 NYLOPLAST 12" DRAIN BASIN DETAIL

FINAL BACKFILL

12" 30"

PIPE DIAM. MIN. TRENCH WIDTH

10"

26"

28"

23"

21"

RECOMMENDED MINIMUM TRENCH WIDTHS

NOTES:

1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR

SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION.

2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.

3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE

STABILIZED USING A GEOTEXTILE MATERIAL.

4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm).

5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.

6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE.

ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.

6 DRAIN PIPE TRENCH INSTALLATION DETAIL

MIN. COVER TO

RIGID PAVEMENT, H

SPRINGLINE

4" FOR 12"-24" PIPE

6" FOR 30"-60" PIPE SUITABLE

FOUNDATION

BEDDING

INITIAL

BACKFILL

MIN. COVER TO

FLEXIBLE PAVEMENT, H

MIN. TRENCH WIDTH

(SEE TABLE)

HAUNCH

7 BRICK PATH DETAIL (PER RGB)

OCCUPANCY DESIGNATIONS LEGEND

ASSEMBLY - UNCONCENTRATED

BUSINESS

EDUCATIONAL - CLASSROOM

EDUCATIONAL - VOCATIONAL

LIBRARY - READING ROOMS

LIBRARY - STACK AREA

STORAGE / MECHANICAL

BUILDING & FIRE CODE DATA

STRUCTURAL FRAME

BEARING WALLS

EXTERIOR

INTERIOR

NON BEARING WALLS AND PARTITIONS

EXTERIOR

BUILDING ELEMENT RATING IN HOURS

IBC

(table 601)

IIIB

NFPA 220

(table 4.1.1)

III(200)

0 0

NON BEARING WALLS AND PARTITIONS

INTERIOR

FLOOR CONSTRUCTION INCLUDING

SUPPORTING BEAMS AND JOISTS

ROOF CONSTRUCTION INCLUDING SUPPORTING

BEAMS AND JOISTS

RHODE ISLAND STATE BUILDING CODES

SBC-01-2021 BUILDING CODE IBC-2018 plus RI Amendments SBC-03-2021 PLUMBING CODE IPC-2018 plus RI Amendments SBC-04-2021 MECHANICAL CODE IMC-2018 plus RI Amendments SBC-05-2021 ELECTRIC CODE NEC-2020 plus RI Amendments SBC-08-2021 ENERGY CONSERVATION CODE IECC-2018 plus RI Amendments SBC-19-2021 FUEL GAS CODE IFGC-2018 plus RI Amendments

RI ACCESSIBILITY REGULATIONS

SBC-1-2021 IBC-2018 Chapter 11;

ICC/ANSI A117.1 2009 plus RI Amendments 2010 07 01 AMERICANS w/ DISABILITIES ACT (ADA - 2010)

SRC-01-2002 RI State Rehabilitation Building & Fire Code for Existing Buildings & Structures 2002 05 01

RHODE ISLAND FIRE SAFETY CODE (RIFSC-2021)

RHODE ISLAND FIRE LAWS (RIFL)

TITLE 23, CHAPTERS 28.1 - 28.39

RULES & REGULATIONS PROMULGATED BY the Board of Appeals & Review

SECTIONS 1 THRU 15

RHODE ISLAND UNIFORM FIRE CODE (RIUFC - 2021)

NFPA 1-2018 plus RI AMENDMENTS

RHODE ISLAND LIFE SAFETY CODE (RILSC - 2021)

NFPA 101-2018 plus RI AMENDMENTS 2019

ADDITIONAL APPLICABLE NFPA STANDARDS

NFPA 10 2013 PORTABLE FIRE EXTINGUISHERS

NFPA 13 2013 INSTALLATION OF SPRINKLER SYSTEMS

NFPA 14 2013 STANDPIPES

NFPA 72 2019 NATIONAL FIRE ALARM CODE PLUS RI AMENDMENTS

NFPA 220 2015 STANDARD OF TYPES OF BUILDING CONSTRUCTION

NFPA 701 2010 STANDARD METHOD OF FIRE TESTS FOR FLAME PROPAGATION OF TEXTILES

RHODE ISLAND ELEVATOR SAFETY CODE (RIESC-2012)

AMERICAN NATIONAL SAFETY CODE FOR (new) ELEVATORS & DUMBWAITERS ASME A 17.1 & ASME A 18.1 plus RI State Code Amendments of A17.1 dated 2012 01 29

AMERICAN NATIONAL SAFETY CODE FOR Existing ELEVATORS & Escalators ASME A 17.2 & A 17.3 plus RI State Code Amendments of A17.3 dated 2012 01 29

A. OCCUPANCY & USE

IBC CHAPTERS 3 & 4, NFPA 101 CHAPTER 13

OCCUPANCY GROUP: ASSEMBLY (A3)

B. CONSTRUCTION TYPES & SEPARATION REQUIREMENTS IBC CHAPTER 5

CONSTRUCTION TYPE: IIIB (IBC TABLE 503) III(200) NFPA 220

1-HR RATED SEPARATION (EXISTING)

C. ALLOWABLE AREA & HEIGHT

1. BUILDING AREA (IBC TABLE 506.2 FOR IIIB CONSTRUCTION PROTECTED

BY AUTOMATIC SPRINKLER SYSTEM ):

OCCUPANCY: A3 (LIBRARY) = 28,500 GSF / FLOOR

2. BUILDING HEIGHT (IBC TABLE 504.3 FOR IIIB CONSTUCTION)

OCCUPANCY CLASSIFICATION: A = 3 STORIES / 75' ABOVE GRADE

ACTUAL AREA & HEIGHT

1. AREA

FIRST FLOOR 10,072 GSF

SECOND FLOOR 10,072 GSF

THIRD FLOOR 7,120 GSF

TOTAL BUILDING AREA (EXISTING) 27,264 GSF

2. BUILDING HEIGHT

BUILDING HEIGHT (EXISTING) = 3 STORIES / 43'-2" ABOVE GRADE

D. FIRE RESISTANCE-RATED CONSTRUCTION

- EXISTING STAIR WELLS ARE RATED CONSTRUCTION

E. INTERIOR FINISHES (IBC TABLE 803.13) & (NFPA 30.3.3.2)

- CLASS C OR BETTER FINISHES WILL BE PROVIDED IN ALL ROOMS AND ENCLOSED SPACES

F. FIRE PROTECTION

1. AUTOMATIC FIRE SUPPRESSION - NFPA 13 (EXISTING TO REMAIN)

2. FIRE ALARM SYSTEM (EXISTING TO REMAIN)

RI UNIFORM FIRE CODE 13.7 & 13.8 & NFPA 72 RI LIFE SAFETY

CODE REQUIRES A FIRE ALARM SYSTEM.

G. OCCUPANCY LOADS

1. OCCUPANCY LOAD FACTORS IBC TABLE 1004.5 NFPA 101 TABLE 7.3.1.2

BUSINESS 150 SF / PERSON GROSS 150 SF / PERSON

EDUCATIONAL VOCATIONAL 50 SF / PERSON NET 50 SF / PERSON NET

ASSEMBLY UNCONCENTRATED 15 SF / PERSON NET 15 SF / PERSON NET

READING ROOM 50 SF/ PERSON NE 50 SF / PERSON

STACK AREA 100 SF / PERSON GROSS 100 SF / PERSON

STORAGE / MECHANICAL 300 SF / PERSON GROSS 500 SF / PERSON

2. OCCUPANCY LOAD PER FLOOR AREA (GROSS) OCCUPANCY

FIRST FLOOR

BUSINESS 862 SF 6 OCCUPANTS

ASSEMBLY 1015 SF 68 OCCUPANTS

EDUCATION 307 SF 7 OCCUPANTS

STORAGE / MECHANICAL 428 SF 4 OCCUPANTS

READING ROOM 3189 SF 64 OCCUPANTS

5,801 SF 149 OCCUPANTS

SECOND FLOOR

BUSINESS 817 SF 8 OCCUPANTS

STACK AREAS 3210 SF 33 OCCUPANTS

READING ROOM 2113 SF 43 OCCUPANTS

STORAGE / MECHANICAL 33 SF 1 OCCUPANTS

6,173 SF 85 OCCUPANTS

MEZZANINE (THIRD FLOOR)

READING ROOM 303 SF 9 OCCUPANTS

STORAGE / MECHANICAL 101 SF 1 OCCUPANTS

404 SF 10 OCCUPANTS

THIRD FLOOR

BUSINESS 772 SF 3 OCCUPANTS

STACK AREAS 2073 SF 21 OCCUPANTS

READING ROOM 384 SF 8 OCCUPANTS

STORAGE / MECHANICAL 31 SF 1 OCCUPANTS

EDUCATION / VOCATIONAL 632 SF 13 OCCUPANTS

ASSEMBLY 578 SF 15 OCCUPANTS

4,470 SF 61 OCCUPANTS

BUILDING TOTALS: 16,848 SF 305 OCCUPANTS

H. EGRESS REQUIREMENTS

1. MAXIMUM TRAVEL DISTANCE - NFPA 101 TABLE 13.2.6.2 - IBC TABLE 1017.2

ASSEMBLY (A3) - WITH SPRINKLER SYSTEM

IBC 250 LF

NFPA 101 250 LF

ACTUAL 115.5 LF

2. COMMON PATH OF TRAVEL DISTANCE - (NFPA 101 TABLE A.7.6 - IBC SECTION 1006.2.1

ASSEMBLY (A3) - WITH SPRINKLER SYSTEM

IBC 75 LF

NFPA 101 75 LF

ACTUAL 23.6 LF

3. DEAD END CORRIDOR - NFPA 101 TABLE A.7.6 - IBC SECTION 1020.4

ASSEMBLY (A3) - WITH SPRINKLER SYSTEM

IBC 20 LF

NFPA 101 20 LF

ACTUAL 17 LF

4. MEANS OF EGRESS (IBC SECTION 1005 & 1022

NUMBER AND WIDTH REQUIRED

DOOR WIDTH (WITH SPRINKLER SYSTEM)

IBC 0.2"/PER PERSON (32" MIN. CLEAR WIDTH)

NFPA 101 0.2"/PER PERSON (32" MIN. CLEAR WIDTH)

STAIR WIDTH (WITH SPRINKLER SYSTEM)

IBC 0.3"/PER PERSON (48" MIN. CLEAR WIDTH FOR ACCESSIBLE)

NFPA 101 0.3"/PER PERSON (44" MIN. CLEAR WIDTH BETWEEN GUARDS)

TOTAL EXITS REQUIRED: IBC TABLE 1006.3.2 - 2 EXITS PER FLOOR (PROVIDED)

REQUIRED EGRESS WIDTHS (MORE STRINGENT OF ABOVE)

DOORS:

(LL FLR.) TOTAL WIDTH REQUIRED FOR DOORS = 0.2 x OCCUPANT LOAD (133) = 26.6" OR 32" MIN, (LL FLR.) TOTAL CLEAR DOOR WIDTH PROVIDED = 60" + 32" + 32" = 124"

(1ST FLR.) TOTAL WIDTH REQUIRED FOR DOORS = 0.2 x OCCUPANT LOAD (73) = 14.6" OR 32" MIN, (1ST FLR.) TOTAL CLEAR DOOR WIDTH PROVIDED = 32" + 32" + 60" + 60" = 184"

(2ND FLR.) TOTAL WIDTH REQUIRED FOR DOORS = 0.2 x OCCUPANT LOAD (71) = 14.2" OR 32" MIN, (2ND FLR.) TOTAL CLEAR DOOR WIDTH PROVIDED = 32" + 32" = 64"

STAIRS:

(1ST TO 2ND FLR) TOTAL WIDTH REQUIRED FOR STAIRS = 0.3 x OCCUPANT LOAD (133) = 39.9" OR 44" MIN, (1ST TO 2ND FLR) TOTAL STAIR WIDTH PROVIDED = 42" + 42" = 84"

(MEZZANINE TO 2ND FLR) TOTAL WIDTH REQUIRED FOR STAIRS = 0.3 x OCCUPANT (10) = 21" OR 36" MIN.

(MEZZANINE TO 2ND FLR) TOTAL STAIR WIDTH PROVIDED = 36" + 36" = 72"

I. SEISMIC CRITERIA

NA - NO CHANGE TO EXISTING BUILDING ENVELOPE

J. STRUCTURAL LOADS

NA - NO CHANGE TO EXISTING BUILDING ENVELOPE

K. ENERGY CONSERVATION (IECC)

NA - NO CHANGE TO EXISTING BUILDING ENVELOPE

L. PLUMBING FIXTURE ANALYSIS (BASED ON IBC chapter 29; Table 2902.1; IPC TABLE 403.1)

BUSINESS - BASED ON 280 OCCUPANTS. 153 MALES AND 153 FEMALES.

FEC EXIST. EXISITNG FIRE EXTINGUISHER CABINET TO REMAIN.

FEC-1 EXISTING RECESSED FIRE EXTINGUISHER CABINET RELOCATED.

PROVIDE NEW TO MATCH EXISTING IF UNABLE TO REUSE EXISTING.

FIRE EXTINGUISHER LEGEND (NFPA 10)

1 REQUIREDSERVICE SINK

1 PER 500DRINKING FOUNTAINS

1 PER 200 -LAVATORIES

(& URINALS)

WATER CLOSETS

PROVIDED

MALEMALE

CODE REQUIREMENTPLUMBING FIXTURES

FLOORS 1-3

FEMALE TOTAL…

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File details come from the government source that posted it. Updated Apr 25, 2025.